Polyethylene terephthalate as a partial replacement for the fine aggregate in concrete mixes
This research paper, financed by the Eafit University, presents the experimental results in which resistance to compression and manageability of a concrete mix made with a partial replacement for the fine aggregate with polyethylene terephthalate (PET) was assessed. The replacement was made by volum...
- Autores:
-
Acevedo Jaramillo, Ana Beatriz
Posada Franco, Juan Esteban
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2019
- Institución:
- Universidad de Medellín
- Repositorio:
- Repositorio UDEM
- Idioma:
- spa
- OAI Identifier:
- oai:repository.udem.edu.co:11407/5521
- Acceso en línea:
- http://hdl.handle.net/11407/5521
https://doi.org/10.22395/rium.v18n34a3
- Palabra clave:
- Polyethylene terephthalate; Resistance to compression; Fine aggregate; Manageability; Concrete, Replacement
Polietileno tereftalato (PET); Resistência à compressão; Agregado fino; Maneabilidade; Concreto; Substituição
Polietileno tereftalato (PET); Resistencia a la compresión; Agregado fino; manejabilidad; Concreto; Reemplazo
- Rights
- License
- http://creativecommons.org/licenses/by-nc-sa/4.0/
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| dc.title.eng.fl_str_mv |
Polyethylene terephthalate as a partial replacement for the fine aggregate in concrete mixes |
| dc.title.por.fl_str_mv |
Polietileno tereftalato como substituto parcial do agregado fino em mesclas de concreto |
| dc.title.spa.fl_str_mv |
Polietileno tereftalato como reemplazo parcial del agregado fino en mezclas de concreto |
| title |
Polyethylene terephthalate as a partial replacement for the fine aggregate in concrete mixes |
| spellingShingle |
Polyethylene terephthalate as a partial replacement for the fine aggregate in concrete mixes Polyethylene terephthalate; Resistance to compression; Fine aggregate; Manageability; Concrete, Replacement Polietileno tereftalato (PET); Resistência à compressão; Agregado fino; Maneabilidade; Concreto; Substituição Polietileno tereftalato (PET); Resistencia a la compresión; Agregado fino; manejabilidad; Concreto; Reemplazo |
| title_short |
Polyethylene terephthalate as a partial replacement for the fine aggregate in concrete mixes |
| title_full |
Polyethylene terephthalate as a partial replacement for the fine aggregate in concrete mixes |
| title_fullStr |
Polyethylene terephthalate as a partial replacement for the fine aggregate in concrete mixes |
| title_full_unstemmed |
Polyethylene terephthalate as a partial replacement for the fine aggregate in concrete mixes |
| title_sort |
Polyethylene terephthalate as a partial replacement for the fine aggregate in concrete mixes |
| dc.creator.fl_str_mv |
Acevedo Jaramillo, Ana Beatriz Posada Franco, Juan Esteban |
| dc.contributor.author.none.fl_str_mv |
Acevedo Jaramillo, Ana Beatriz Posada Franco, Juan Esteban |
| dc.subject.eng.fl_str_mv |
Polyethylene terephthalate; Resistance to compression; Fine aggregate; Manageability; Concrete, Replacement |
| topic |
Polyethylene terephthalate; Resistance to compression; Fine aggregate; Manageability; Concrete, Replacement Polietileno tereftalato (PET); Resistência à compressão; Agregado fino; Maneabilidade; Concreto; Substituição Polietileno tereftalato (PET); Resistencia a la compresión; Agregado fino; manejabilidad; Concreto; Reemplazo |
| dc.subject.por.fl_str_mv |
Polietileno tereftalato (PET); Resistência à compressão; Agregado fino; Maneabilidade; Concreto; Substituição |
| dc.subject.spa.fl_str_mv |
Polietileno tereftalato (PET); Resistencia a la compresión; Agregado fino; manejabilidad; Concreto; Reemplazo |
| description |
This research paper, financed by the Eafit University, presents the experimental results in which resistance to compression and manageability of a concrete mix made with a partial replacement for the fine aggregate with polyethylene terephthalate (PET) was assessed. The replacement was made by volume, thus the space occupied by the extracted sand particles will be occupied by the PET. Different concrete mixes with sand replacement were made going from 0 % (reference), 5 %, 10 %, 15 % and 20 %. The results indicate that increasing the replaced sand percentage decreases the resistance to compression, nonetheless, the manageability is not affected by keeping the granulometric curvature of the aggregates. The replacement percentage of 15 % was determined as the more adequate given its appropriate manageability, a great amount of sand is replaced and an acceptable resistance to compression is obtained. |
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2019 |
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2019-11-07T15:34:26Z |
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2019-11-07T15:34:26Z |
| dc.date.created.none.fl_str_mv |
2019-06-28 |
| dc.type.eng.fl_str_mv |
Article |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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http://purl.org/coar/version/c_970fb48d4fbd8a85 |
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http://purl.org/coar/resource_type/c_6501 |
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Artículo científico |
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info:eu-repo/semantics/article |
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http://purl.org/coar/resource_type/c_6501 |
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1692-3324 |
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http://hdl.handle.net/11407/5521 |
| dc.identifier.doi.none.fl_str_mv |
https://doi.org/10.22395/rium.v18n34a3 |
| dc.identifier.eissn.none.fl_str_mv |
2248-4094 |
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reponame:Repositorio Institucional Universidad de Medellín |
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repourl:https://repository.udem.edu.co/ |
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instname:Universidad de Medellín |
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1692-3324 2248-4094 reponame:Repositorio Institucional Universidad de Medellín repourl:https://repository.udem.edu.co/ instname:Universidad de Medellín |
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http://hdl.handle.net/11407/5521 https://doi.org/10.22395/rium.v18n34a3 |
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spa |
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spa |
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https://revistas.udem.edu.co/index.php/ingenierias/article/view/1711 |
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18 |
| dc.relation.citationissue.none.fl_str_mv |
34 |
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45 |
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56 |
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[1] Departamento Administrativo Nacional de Estadística (DANE), Estadísticas de Concreto Premezclado, 2018. [2] J. McCormac y R. Brown. Diseño de concreto reforzado, 8.a ed., Ciudad de México: Alfaomega, 2011, 724 p. [3] C. Meyer, “The greening of the concrete industry,” Cement and Concrete Composites, vol. 31, pp. 601-605, 2009. [4] W. D. Callister. Introducción a la ciencia e ingeniería de los materiales, 2.a ed., Ciudad de México: Limusa Wiley, 2009, 834 p. [5] A. Strong. Plastics: materials and processing, 3.a ed., Nueva Jersey: Pearson Prentice Hall, 2006, 829 p. [6] M. Frigione, “Recycling of PET bottles as fine aggregate in concrete,” Waste Management, vol. 30, n.° 6, pp. 1101-1106, 2002. [7] Z.Z Ismail y E.A Al-Hashmi, “Use of waste plastic in concrete mixture as aggregate replacement”, Waste Management, vol. 28, n.°11, pp. 2041-2047, 2008. [8] L.R Bandodkar, et al., “Pulverised PET bottles as partial replacement for sand,” International Journal of Earth Sciences and Engineering, vol. 4, n.° 6, pp. 1009-1012, 2011. [9] Y.W Choi et al., “Effects of waste PET bottles aggregates on the properties of concrete,” Cement and Concrete Research, vol. 35, n.° 4, pp. 776-781, 2005. [10] S. Mindess y J.F Young, Concrete, Nueva Jersey: Prentice-Hall, 1981, 671 p. [11] Asociación Colombiana de Ingeniería Sísmica (AIS), Reglamento Colombiano de Construcción Sismo Resistente NSR-10, AIS, 2010. |
| dc.relation.ispartofjournal.spa.fl_str_mv |
Revista Ingenierías Universidad de Medellín |
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http://purl.org/coar/access_right/c_abf2 |
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http://creativecommons.org/licenses/by-nc-sa/4.0/ |
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Attribution-NonCommercial-ShareAlike 4.0 International |
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http://creativecommons.org/licenses/by-nc-sa/4.0/ Attribution-NonCommercial-ShareAlike 4.0 International http://purl.org/coar/access_right/c_abf2 |
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p. 45-56 |
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Electrónico |
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application/pdf |
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Lat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degreesLong: 075 36 00 W degrees minutes Long: -75.6000 decimal degrees |
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Universidad de Medellín |
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Facultad de Ingenierías |
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Medellín |
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Revista Ingenierías Universidad de Medellín; Vol. 18 Núm. 34 (2019): Enero-Junio; 45-56 |
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Universidad de Medellín |
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Repositorio Institucional Universidad de Medellin |
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Acevedo Jaramillo, Ana BeatrizPosada Franco, Juan EstebanAcevedo Jaramillo, Ana Beatriz; Universidad EAFITPosada Franco, Juan Esteban; Universidad EAFIT2019-11-07T15:34:26Z2019-11-07T15:34:26Z2019-06-281692-3324http://hdl.handle.net/11407/5521https://doi.org/10.22395/rium.v18n34a32248-4094reponame:Repositorio Institucional Universidad de Medellínrepourl:https://repository.udem.edu.co/instname:Universidad de MedellínThis research paper, financed by the Eafit University, presents the experimental results in which resistance to compression and manageability of a concrete mix made with a partial replacement for the fine aggregate with polyethylene terephthalate (PET) was assessed. The replacement was made by volume, thus the space occupied by the extracted sand particles will be occupied by the PET. Different concrete mixes with sand replacement were made going from 0 % (reference), 5 %, 10 %, 15 % and 20 %. The results indicate that increasing the replaced sand percentage decreases the resistance to compression, nonetheless, the manageability is not affected by keeping the granulometric curvature of the aggregates. The replacement percentage of 15 % was determined as the more adequate given its appropriate manageability, a great amount of sand is replaced and an acceptable resistance to compression is obtained.Este artigo de pesquisa apresenta resultados experimentais nos quais foi avaliada a resistência à compressão e o manejo de um concreto feito com um substituto parcial do agregado fino por polietileno tereftalato (PET) reciclado. A substituição foi realizada por volume de modo que o espaço ocupado pelas partículas de areia extraída foi ocupado pelas partículas de PET. Foram realizadas mesclas de concreto com substituição de areia de 0 % (referência), 5 %, 10 %, 15 % e 20 %. Os resultados indicam que aumentar a porcentagem de areia substituída diminui a resistência a compressão, contudo o manejo não é afetado ao conservar a curva granulométrica dos agregados. Foi determinada a porcentagem de substituição de 15 % como a mais adequada, já que o manejo é apropriado; substitui-se uma quantidade alta de areia e apresenta-se uma diminuição aceitável de resistência à compressão.Este artículo de investigación, financiado por la Universidad Eafit, presenta resultados experimentales en los que se evaluó la resistencia a la compresión y la manejabilidad de un concreto hecho con un reemplazo parcial del agregado fino por polietileno tereftalato (PET) reciclado. El reemplazo se realizó por volumen de modo que el espacio ocupado por las partículas de arena extraída lo ocuparan las partículas de PET. Se realizaron mezclas de concreto con reemplazo de arena de 0 % (referencia), 5 %, 10 %, 15 % y 20 %. Los resultados indican que aumentar el porcentaje de arena reemplazada disminuye la resistencia a la compresión, sin embargo, la manejabilidad no se ve afectada al conservar la curva granulométrica de los agregados. Se determinó el porcentaje de reemplazo del 15 % como el más adecuado ya que la manejabilidad es apropiada, se reemplaza una cantidad alta de arena y se presenta una disminución aceptable de resistencia a la compresión.p. 45-56Electrónicoapplication/pdfspaUniversidad de MedellínFacultad de IngenieríasMedellínhttps://revistas.udem.edu.co/index.php/ingenierias/article/view/171118344556[1] Departamento Administrativo Nacional de Estadística (DANE), Estadísticas de Concreto Premezclado, 2018.[2] J. McCormac y R. Brown. Diseño de concreto reforzado, 8.a ed., Ciudad de México: Alfaomega, 2011, 724 p.[3] C. Meyer, “The greening of the concrete industry,” Cement and Concrete Composites, vol. 31, pp. 601-605, 2009.[4] W. D. Callister. Introducción a la ciencia e ingeniería de los materiales, 2.a ed., Ciudad de México: Limusa Wiley, 2009, 834 p.[5] A. Strong. Plastics: materials and processing, 3.a ed., Nueva Jersey: Pearson Prentice Hall, 2006, 829 p.[6] M. Frigione, “Recycling of PET bottles as fine aggregate in concrete,” Waste Management, vol. 30, n.° 6, pp. 1101-1106, 2002.[7] Z.Z Ismail y E.A Al-Hashmi, “Use of waste plastic in concrete mixture as aggregate replacement”, Waste Management, vol. 28, n.°11, pp. 2041-2047, 2008.[8] L.R Bandodkar, et al., “Pulverised PET bottles as partial replacement for sand,” International Journal of Earth Sciences and Engineering, vol. 4, n.° 6, pp. 1009-1012, 2011.[9] Y.W Choi et al., “Effects of waste PET bottles aggregates on the properties of concrete,” Cement and Concrete Research, vol. 35, n.° 4, pp. 776-781, 2005.[10] S. Mindess y J.F Young, Concrete, Nueva Jersey: Prentice-Hall, 1981, 671 p.[11] Asociación Colombiana de Ingeniería Sísmica (AIS), Reglamento Colombiano de Construcción Sismo Resistente NSR-10, AIS, 2010.Revista Ingenierías Universidad de Medellínhttp://creativecommons.org/licenses/by-nc-sa/4.0/Attribution-NonCommercial-ShareAlike 4.0 Internationalhttp://purl.org/coar/access_right/c_abf2Revista Ingenierías Universidad de Medellín; Vol. 18 Núm. 34 (2019): Enero-Junio; 45-56Polyethylene terephthalate; Resistance to compression; Fine aggregate; Manageability; Concrete, ReplacementPolietileno tereftalato (PET); Resistência à compressão; Agregado fino; Maneabilidade; Concreto; SubstituiçãoPolietileno tereftalato (PET); Resistencia a la compresión; Agregado fino; manejabilidad; Concreto; ReemplazoPolyethylene terephthalate as a partial replacement for the fine aggregate in concrete mixesPolietileno tereftalato como substituto parcial do agregado fino em mesclas de concretoPolietileno tereftalato como reemplazo parcial del agregado fino en mezclas de concretoArticlehttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Artículo científicoinfo:eu-repo/semantics/articlehttp://purl.org/coar/version/c_970fb48d4fbd8a85Comunidad Universidad de MedellínLat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degreesLong: 075 36 00 W degrees minutes Long: -75.6000 decimal degrees11407/5521oai:repository.udem.edu.co:11407/55212021-05-14 14:29:55.738Repositorio Institucional Universidad de Medellinrepositorio@udem.edu.co |